张江镇河道整治工程桩基工程专项方案

'2012年张江镇河道整治工程沉入方桩施工方案上海内航公路综合养护有限公司2012.6.20-18- 目录一、工程概况及设计施工参数二、编制依据三、沉桩施工对周围环境的影响及防护措施四、施工前的准备工作五、振动锤沉桩施工六、施工进度计划表七、机械设备、劳动力用量情况八、质量保证措施九、安全措施十、施工现场管理十一、附图表-18- 一、工程概况及设计施工参数（一）工程概况工程名称：2012年张江镇河道整治工程工程地点：浦东新区张江镇建设单位：上海市浦东新区张江镇人民政府设计单位：河北大地建设科技有限公司上海分公司监理单位：上海浦东新区建设监理有限公司施工单位：上海内航公路综合养护有限公司（二）设计施工参数本工程采用200×200mm钢筋砼预制方桩桩长为4.0米，仿木桩护岸结构沉入预制方桩桩顶高程为1.95m，浆砌块石护岸结构沉入预制方桩桩顶高程为2.00m，二、编制依据1、上海市工程建设规范《地基基础设计规范》（DGJ08-11-1999）2、上海市工程建设规范《地基处理技术规范》（DGJ08-40-94）3、国标《建筑桩基技术规范》（JGJ94-4）4、国标《建筑地基基础工程施工质量验收规范》（GB50202-2002）5、《预制钢筋混凝土方桩》图集（04G361）6、该施工场地岩土工程勘察报告7、桩位平面布置图三、桩基施工对周围环境的影响及防护措施1.打桩施工对环境的影响-18- 大量、密集的挤土桩在沉入饱和软粘土地基过程中会产生较高的超孔隙水压力，使沉桩区一定范围内的地表和深层土体发生水平、竖向位移，并可能导致已沉入的桩偏移、扰曲和上浮，给邻近原有建筑物和地下管线等造成损害。1.施工保护原则合理安排沉桩流程，原则上宜离保护对象由近向远处沉桩。沉桩流程根据周围管线、原有建筑物及设计要求施工前上报监理等有关部门，必要时，尚应采取一定的保护措施，减少及避免沉桩挤土对周边环境及地下各类管线影响。2.施工防护及措施考虑场地周边环境，注意适当控制沉桩速率、防止沉桩施工对已有建筑物及地下各类管线造成损失及影响。四、施工前的准备工作1、施工前甲方应使施工现场具备下列条件：1.1、做到施工现场“三通一平”。1.2、施工区域地下障碍物（旧基础、暗浜、回填垃圾等）予以清除。1.3、建设单位委托有关单位对周围建筑物及道路地下管线进行变形监测，以指导正常打桩施工。2学习、熟悉桩基施工图纸，并进行会审；做好技术交底，特别是地质情况、设计要求、操作规程和安全措施的交底。3整平场地，清除桩基范围内的高空、地面、地下障碍物；架空高压线距打桩机不得小于10m；保证桩机进出、行走道路方便，并做好排水措施。-18- 4按图纸布置进行测量放线，定出桩基轴线，先定出中心，再引出两侧，并将桩的准确位置测设到地面，每一个桩位打一个小木桩，并测出每个桩位的实际标高，场地外设2-3个水准点，以变随时检查之用。5检查桩的质量，将需要的桩按平面布置图堆放在打桩机附近，不合格的桩不能运至打桩现场。6检查打桩机设备及起重工具；铺设水电管网，进行设备架立组装和试打桩，在桩架上设置标尺或在桩的侧面画上标尺，以便能观测桩身入土深度。五、振动锤沉桩施工（一）测量放样、定桩位：1.由业主或相关单位提供引测水准点标高。2.根据总平面图及相关定位图确定建筑物轴线，基准点。3.检查校核准确无误后，经监理人员复核认可，即建立测量控制网与设立控制点，控制点宜设在施工现场附近不受沉桩影响的区域，一般设置在离沉桩区30m以外。4.根据建筑物轴线及角桩，按桩位布置图测放桩位，桩位中心用细钢筋（或竹片）当样桩，并用红漆作好表示。5.桩位测放精度应不大于20mm6.桩位测放结束后，需经监理验收通过，方能进行下道工序施工。（二）进场方桩的堆放和验收1.桩的堆放①堆桩场地应平整、坚实及排水畅通，-18- ②听从沉桩施工人员的要求，堆放平整并尽量靠近沉桩区域以方便沉桩施工和加快沉桩进度。③桩的堆放位置应满足施工规范要求，严禁超距离和偏心起吊。④多层堆放时，每层间应设垫木，垫木应水平稳定，上下对齐。⑤堆放层数一般不宜超过二层。2.桩的验收本工程施工的主要材料是预应力钢筋混凝土方桩，因此做好桩身质量的验收与检验时保证施工质量的主要措施，施工现场应设专职人员对桩的质量进行验收与检验。验桩时由专职人员及时向制桩单位索取桩的质量合格证明依据，并按《建筑桩基技术规范》（JGJ94-94）表7.1.10要求对商品桩的外观质量进行现场验收，验收时应有以下资料：①供应商资质证书、营业执照复印件；②预制方桩验收记录，预制构件质量证明书3.桩的外观质量检验由专职人员对桩的外观情况逐根或抽样检验。①桩身是否有裂缝出现，表面裂缝长度不得超过边长的0.5倍，裂缝深度不得大于20mm,宽度不得大于0.2mm。②横向裂缝长度不得超过庄边长的一半。③检查接桩头表面的平整度及其与桩帽的密实情况，检查时可用小锤轻击检查其严密程度和范围。④桩身表面蜂窝深度不得超过10㎜，蜂窝面积不得超过桩表面积的0.5%。-18- ⑤桩顶和桩尖不得有蜂窝、麻面、裂缝和掉角，以及不得有钢筋裸露现象。⑥桩的实际长度是否满足设计长度。注：对资料不齐全及质量检查不合格必须作退货及报废处理。（三）沉桩施工工艺流程见附页“沉桩施工工艺流程图”（四）沉桩施工工序及要求①桩机就位：桩机就位后检查对中，用水平尺效平桩机底架。②吊桩：桩的起吊应立直。③对桩位时做到桩顶与桩尖在一直线上，以保证桩头及桩的垂直度。④插桩：插桩时桩尖对准竹签桩的中心，其偏差不大于20㎜。⑤沉桩：沉桩过程中应用经纬仪控制及保持的垂直度，垂直度偏差不得大于0.5%。⑥施工记录：沉桩全过程现场应有完整的记录，内容包括桩号、实际送桩标高与设计桩顶标高正负差值、沉桩过程的异常情况等。2.遇下列情况应暂停打桩，并及时与设计单位联系，研究处理解决办法：①初打时，桩身发生较大幅度的位移或倾斜。②桩身破损或桩阻力剧变。③打到设计标高时，打桩阻力比预计偏小很多。④桩位及标高超限很多。-18- 六、施工进度计划根据本工程总进度计划表及现场施工条件，实时安排打桩机进场，打桩工期为25个日历天，不可抗力因素除外。七、机械设备、劳动力用量情况1.人员配备表：序号工种人数工种范围备注1项目经理1全面负责施工管理2项目工程师1全面负责施工技术管理工作3质量员1施工技术的质量控制监督4施工员1协调、指挥施工现场的施工工作5安全员1负责现场安全生产、日常管理工作6测量员1校核垂直度及送桩标高，复测轴线和测量定桩位7资料员1负责现场资料的搜集和整理8机长1负责机台的日常工作（一台机）兼机台指挥员9操作工1操作桩机（一台机）每台班10辅助工插桩及其他辅助工作（一台机）每台班2.施工机械设备表：序号设备名称单位数量备注1EX300-3振动锤桩机台1自重30T2经纬仪台1控制垂直度及放样3水准仪台1控制桩顶标高4配电箱只1250A-18- 八、质量保证措施质量从基础层起，层层把关，认真如实做好记录，并组织质量控制小组。1.施工过程中严格执行施工规范。2.打桩施工前，严格执行技术交底制度，交底应全面详细，并做好记录。3.严格按照公司沉桩技术安全操作规程和压桩工序质量管理进行施工，明确岗位职责，加强质量观念。4.严格执行公司技术复核制度，杜绝不合格产品进入下道工序。5.送桩器的刻度尺寸应每日核查，要有专人负责并做好记录。沉桩时桩顶标高的测量应在送桩器核度达到计算标高并松开松桩器后进行。6.用两台经纬仪交叉控制的垂直度，桩插入时的垂直度偏差不得超过桩长的0.5%。7.负责套桩的人员，在每日开工前检查钢丝绳索的完好性，防止钢丝绳索断裂发生安全事故。8.施工记录员应注意沉桩行驶线路图中样桩所在的位置，与施工图中的相应位置加以核对，以防记录差错。9.现场技术员检查复核每日的沉桩记录，在第二天誊写清楚后送交监理。九、安全措施开工前组织安全生产知识学习，做好安全教育工作，树立“安全第一，预防为主”的观念。压桩工程为多工种，集体配合施工的工程，且是高空与地面交叉作业，因此要求各工种紧密配合，做好安全生产工作，尤为重要。为确保工程质量，必须做好安全生产管理工作，特作以下措施。1.坚持“安全第一，预防为主”的方针。桩机组装完成应进行检测。-18- 1.各作业人员进入现场必须遵守《施工现场安全生产六大纪律》。2.施工前对所有作业人员做好安全生产技术交底，安全生产的三级教育，并建立安全生产台账。3.人员进入场地必须戴好安全帽。登高作业戴好安全带。4.施工前必须对施工机械进行检查，严禁机械带病作业。5.施工现场必须设有保证施工安全要求的夜间照明。6.施工现场用电设施的安装、维修必须由专职电工操作。7.现场安全员、电工、起重工必须按规定持证上岗，严禁无证上岗。8.配电箱做好防雨、防潮措施。10.做好防火防盗安全工作。十、施工现场管理目标：标化管理、创优良工程、创文明工地。执行依据：国家和上海市施工现场管理规定；企业制度的施工管理制度；工程承包合同要求。（一）施工计划管理-18- 为确保合同工期的实现或提前，根据已批准的施组计划组织实施，进行进行控制，检查并作适当调整。1.思想要充分认识和分析影响进度的因素，在此基础上才可采取适当预报措施，保证施工顺利进行。包括：设计问题、材料物质供应、技术原因、施工组织管理、不利施工条件影响、施工事故等。2.施工进度控制①进度计划编制阶段的控制：分析编制进度计划的数据和资料，并检查施工准备计划完成情况。做好施工进度计划的审核，解决计划编制中存在的问题与解决办法。②计划实施阶段的控制：根据施工进度计划编制施工作业计划，对班组作工作交底。针对各项不利因素采取预防措施，对施工中出现的问题及时解决，并做好记录。③桩基完成后的控制内容：及时组织检查验收，办理交工书面文件，按合同规定处理有关工作事宜。3.施工进度计划检查与调整①建立施工进度的动态管理网路图桩基施工进度动态管理网路图施工进度计划实施进度计划有无偏差调整并实施现场调查、采集数据无偏差原因分析及改进措施计划进度与实际进度对比有②-18- ①计划检查与分析对比：每日填报日进度报表，做好上墙资料，进行实际进度与计划进度对比，找出偏差，针对偏差原因改进措施，改进措施落实到负责人员上，然后反馈执行情况。（一）施工技术管理1.基本要求①认真按图施工，施工中出现困难，对设计要求有异议需要修改时，应征得设计人员的同意。②严格按国家规范及上海施工规定施工。③认真做好施工记录，办理签证手续，保证竣工后提供全套完整的施工技术。2.施工技术管理基础工作①图纸会审：组织项目部检查地质报告，学习和审查施工图和说明书，然后汇集和统一图纸会审意见。派代表参加由建设单位组织的图纸会审会，提出意见进行讨论协商，最后整理成图纸会审纪要，经参加单位代表签证后，送报各单位。会审纪要与施工图具有同等效力。②技术复核：a.做好测量放线控制复核：水准点设置不应受沉桩影响，桩基轴线每十天不少于一次做系统检查，施工前样桩位置做一次复核，认真核对图纸与样桩位置，防止漏桩。b.进行桩质量的复核，并做好记录。c.停止沉桩的技术复核：沉桩各项技术指标是否达到设计要求，若有一项相差较大，应通知监理，会同设计等相关单位研究处理。-18- 1.技术资料收集与整理①开工前按规范规程要求，准备好全套施工记录表格。②施工过程中，每日按班组完成的工程量为统计单元，收集其原始记录，整理并报监签证后，分类存放。做好当日公司贯标资料。③质量控制资料应全面准确，同每日砼质量复核资料存入质量资料管理盒内。十一、附图表1.沉桩施工工艺流程图1张2.项目组织机构网络图1张3.项目质量控制程序图1张4.项目安全控制程序图1张-18- 附页沉桩施工工艺流程图桩机进场、组装放线定桩位、桩位验收运桩到位桩机就位起吊插桩观察垂直度沉桩沉桩至地面检查用水准仪观测送桩至设计标高桩机移位-18- 项目组织机构网路项目工程师施工员质量员资料员测量员安全员防护措施施工组物质供应测量组机械电器维修组压桩机组-18- 项目经理项目质量控制程序图供料控制测量控制网产品质量证明资料控制产品标识过程控制轴线放样保护水准点放样桩位放样检验产品保护交付检验产品不合格品控制监理验收班组复检桩位桩身质量水准点投入生产施工过程控制施工原始记录监理验收-18- 项目安全控制程序图项目经理安全员安全技术措施安全组织措施机械设备安全控制施工过程安全控制电工机管员质量员施工员班组长设备操作工起重工上海内航公路综合养护有限公司2012.6.20内部资料仅供参考-18- 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